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Undisturbed loose samples of sand were tested in the laboratory using the cyclic triaxial test apparatus. The results of the analysis indicated the behaviors of two sites that were in accord with the actual performances observed at the time of the earthquake.Written discussions on this paper should be submitted before July 1, 1982.ScienceDirect ® is a registered trademark of Elsevier B.V. Collapse of Showa Bridge during the 1964 Niigata earthquake has been, over many years, an iconic case study for demonstrating the devastating effects of liquefaction. Even if noticeable damage is not induced in the main body of bridge, damage to the approach resulted in complete impairment of the functioning of the bridge. 3.1–3.123 .
Undisturbed loose samples of sand were tested in the laboratory using the cyclic triaxial test apparatus. Let us consider some typical examples:However at different location, there was damage to Shimohama wharf in Akita Port during same earthquake where similar type of steel sheet pile was used as in Ohama Wharf.
Right: During the 1964 Niigata earthquake in Japan, liquefaction caused large areas to subside by up to 4 feet.
Author links open overlay panel Kenji Ishihara (Professor of Civil Engineering) 1 Yasuyuki Koga (Chief Research Engineer) 2
SOIL LIQUEFACTION AND CASE STUDY IN IRAN Presented by: Dr. Mohammadreza Vafaei (P.Eng., M.ASCE, M.EERI, M.SSA) ... “Showa” Bridge after Niigata Earthquake,1964, Japan a) 25m length Steel Piles b) Simply Supported beams c) Liquefaction occurred at top 10m of soil Damage due to
For this quay wall, the foundation soil supporting its anchor did not liquefy and the top part of the sheet pile wall supported by anchor was barely displaced. New computation techniques involve superior modeling, liquefaction mitigation procedures, and options for extending existing quay walls for higher water depth and superior structural forms like geotubes, geocontainers etc. This earthquake (1)
Case Studies of liquefaction and lifelines performance during past earthquake [R]. Thus even pile foundation may fail during liquefaction.A typical example is Showa bridge which was severely damaged during the Niigata earthquake. Differential settlement caused by liquefaction and sand boiling were also the causes of the damage. An typical example of damage to buildings is that of Niigata City during Niigata earthquake in 1964. The cyclic strength thus determined at each depth of the deposits at the two sites was incorporated into the simple liquefaction analysis which was carried out on the basis of the ground surface acceleration records obtained at the basement of a nearby apartment building during the 1964 earthquake. Apartment complexes built on reclaimed land near the Shinona River sank, tilted and, in one case, completely tipped over.
Undisturbed loose samples of sand were tested in the laboratory using the cyclic triaxial test apparatus. The results of the analysis indicated the behaviors of two sites that were in accord with the actual performances observed at the time of the earthquake.Written discussions on this paper should be submitted before July 1, 1982.ScienceDirect ® is a registered trademark of Elsevier B.V. Collapse of Showa Bridge during the 1964 Niigata earthquake has been, over many years, an iconic case study for demonstrating the devastating effects of liquefaction. Even if noticeable damage is not induced in the main body of bridge, damage to the approach resulted in complete impairment of the functioning of the bridge. 3.1–3.123 .
Undisturbed loose samples of sand were tested in the laboratory using the cyclic triaxial test apparatus. Let us consider some typical examples:However at different location, there was damage to Shimohama wharf in Akita Port during same earthquake where similar type of steel sheet pile was used as in Ohama Wharf.
Right: During the 1964 Niigata earthquake in Japan, liquefaction caused large areas to subside by up to 4 feet.
Author links open overlay panel Kenji Ishihara (Professor of Civil Engineering) 1 Yasuyuki Koga (Chief Research Engineer) 2
SOIL LIQUEFACTION AND CASE STUDY IN IRAN Presented by: Dr. Mohammadreza Vafaei (P.Eng., M.ASCE, M.EERI, M.SSA) ... “Showa” Bridge after Niigata Earthquake,1964, Japan a) 25m length Steel Piles b) Simply Supported beams c) Liquefaction occurred at top 10m of soil Damage due to
For this quay wall, the foundation soil supporting its anchor did not liquefy and the top part of the sheet pile wall supported by anchor was barely displaced. New computation techniques involve superior modeling, liquefaction mitigation procedures, and options for extending existing quay walls for higher water depth and superior structural forms like geotubes, geocontainers etc. This earthquake (1)
Case Studies of liquefaction and lifelines performance during past earthquake [R]. Thus even pile foundation may fail during liquefaction.A typical example is Showa bridge which was severely damaged during the Niigata earthquake. Differential settlement caused by liquefaction and sand boiling were also the causes of the damage. An typical example of damage to buildings is that of Niigata City during Niigata earthquake in 1964. The cyclic strength thus determined at each depth of the deposits at the two sites was incorporated into the simple liquefaction analysis which was carried out on the basis of the ground surface acceleration records obtained at the basement of a nearby apartment building during the 1964 earthquake. Apartment complexes built on reclaimed land near the Shinona River sank, tilted and, in one case, completely tipped over.